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FRAMING NOTES <br />1.ALLEXTERKKt WALLSAND IMERIOR SHEAR WALLS S HAVE TOP PLATES SPIKED PER <br />DETAIL L3 SEE NCALSTUDWALLMD SHEARWALL FRAMING ON DETAILS SAND S-I.ALL <br />WH PANELS ARE TO BE INSTALLED WITH STRENGTH MIS PERPENDICULAR TO STUDS <br />2. STRUCTURAL DRAWINGS SHOULD NOT BE SCALED. REFER TO ARCHITECTS DRAWINGS FOR <br />DIMENSIONS. <br />3. WHERE AFRAMING CONNECTION IS NOT EXPLICITLY DEFINED, THE REQUIREMENTS OF IBC <br />TABLE 2601.10A SHALL STILL BE MET <br />4. PCSTS ABOVE WOOD FLOORS SHALL HAVE SOLID BLOCKING BETWEEN POSTMD SUPPORT <br />BELOW <br />6. ROOF AND FLOOR SHEATHING INFORMATION: <br />- ROOF SHTG THICKNESS =,U• EXPOSURE 1. STRENGTH AXIS SHALL BE PLACED <br />PERPENDICULAR TO SUPPORTS WNH A CENT PANG BREAKS STAGGERED AT Z-00Q <br />ROOF SHTG MUST BE 3ME RATED. <br />- FLCORSHT'GTHICKNE—S q•,SRIENGTHM SfULLBEPLACEDPERPENDKULARTO <br />SUPPORTS WITH —CENT PAN L BREAKS STAGGERED AT Y-0 CLC. <br />-SEE SHEET AI UNDER 7IMBER' NOTES FOR MORE NFORMATION <br />S ALL MANUFACTURED LUMBER SHALL BE ICCAPPROVED AND MEET OR EXCEED THE <br />FOLLOWING MECHANICAL PROPERTIES: <br />:PSL BEAM- E = 2.0 x 10'S PSI, Fb=2.900 PSI, Fv =290 PSI (PSL BEAM ONLY) <br />PSLCOLUMN E=tAx 10"6 PSI FL 24W PSI.N= 190P31(PSLCMUMN ONLY) <br />LVL- E =19 x tON1 PSI. FO=2800 PSI. Fv= 286 PSI <br />La E•1 ES x 10"0PSLF =2.3 PSI.Fv=310PSI <br />1. FRAMER SHALL BE THOROUGHLY FAMILIAR WITHA-L PERTINENT NOTES SHOWN ON <br />SHEET SI BEFORE CONSTRUCTION <br />SW OFFICESHALLBECONTACTEDIMMEDIATELYIFADISCREPANCYEXISTSBETWEEN <br />STRUCTUIULMDMCHITECTURAL PLANS MDIOR ON SDE CONDITIONS. <br />9. COMRACTOR IS RESPONSIBLE FOR DESIGNAND IMPLEMENTATON OF SHORING <br />10— MULTIPLE2x LUMBERPOSTSS M$MALLMSTRCHNAILEDTOGETHERWNH(16) <br />160 NAILS EA. PLY U.N O. <br />11. WATERPROOFING OESIGNMO IMFLEMEM TNXi IS BY OTHERS. <br />12. UNLESS OTHERWISE NOTED ON PLANS USE KINGPOST SCHEDULE ON SSJ FOR KING <br />POST SUING AT OPENINGS <br />13.I40ISTS MUST RE INSTALL EDACCORDING TO MMUF. RECOMMENDATIONS INADDITM <br />TOSTRUCTURALDETAILINGSHOWNHERE.CONTACTOUROFFICEIFADIWCR CYEXISTS. <br />INTERNATIONAL RESIDENTIAL CODE - PRESCRIPTIVE WALL BRACING SOLUTIONS <br />_ r+eur_._ <br />wwe. ms� e�id trvw <br />� <br />� <br />i�� ' y�'mm°b�"' <br />•O nar w=°r0moier,a <br />rmawrivrrl <br />.rw.rai canes rs14mn <br />s2t�• <br />N•N1 N,K•NA Fx,� <br />TYR HOLDOWN CONNECTIONS <br />PRESCRIPTIVE WALL BRACING DETAILS <br />1 /4" = 11-01, <br />a r�xaa /vNaKlOt <br />McNMp,ee Mtk <br />b Mee <br />>ta AM nrlM1q v"Kvm <br />wM tm 06 z� <br />3•e rmN. <br />PERF WALL @ OPENING <br />NOTES <br />.row P.rl K� <br />Mrmnw XaM ✓w <br />mnvnvn gonvq a� <br />V[x �Noaieo�Fx. <br />I <br />■ mII III■ <br />moIII�I�I�I <br />L L L <br />TYPICAL FRAMING ® STUDWALL <br />KNGPOSTSCHEOULE-H< .— <br />POST OPENIND -LNG <br />9� SaE 4OM" <br />2x4/2x6 0'CN<]' 2-180 <br />2-2x4/6 3'<W<6' 4-180 <br />4x4 <br />4x6 6'<W<8' 6-I60 <br />6x6 8'cK<12' 8-180 <br />QNGPOST IWV aH<. 14'-0• <br />POST OPENNO HALING <br />3� SUE <br />2.6 <br />2-2x6 1'<Wc6' 4-180 <br />4.6 8'cW<8' 6-I60 <br />6.6 8'<W<12' 8-18d <br />_riftsaem.,o.Lz <br />&WnReN.,9.e3 <br />.ao.ew:s <br />M.Hoecs-wsP <br />Mrre cs <br />cr+x..N <br />-.[ <br />sraen Rem.,o. <br />s..M�wN.KLu <br />�w.�F <br />= — <br />N�I�.�A��1 <br />T�.ePx.e•Iw <br />F — <br />J <br />O x <br />�wf <br />Ow <br />any, <br />C � C <br />G <br />e <br />DATE: <br />10/12/2021 <br />SCALE: <br />SHEET: <br />P-1 <br />